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Freeport NIP(7.5)-LR010505 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 13 5495 Belt Line Road, Suite 360 REPORT DATE: 05-05-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: McMahon Contracting Proctor ASTMI Optimum I Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown &.yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 492 04-20-01 Bldg #12: 60'S, 200'W(1) 1.0 99.0 21.0 2 97.1 493 Bldg #12: 160'S, 200'W(1) 1.0 98.1 21.4 2 96.5 494 Bldg #12: 260'S, 200'W(1) 1.0 97.9 20.6 2 96.0 495 Bldg #12: 360'S, 200'W(1) 1.0 99.3 20.0 2 97.4 496 Bldg #12: 460'S, 200'W(1) 1.0 97.0 22.0 2 95.1 497 Bldg #12: 100'S, 140'W(1) 1.0 98.1 21.6 2 96.2 498 Bldg #12: 200'S, 140'W(1) 1.0 99.4 21.1 2 97.5 499 Bldg #12: 320'S, 140'W(1) 1.0 96.7 22.3 2 94.9 500 Bldg #12: 460'S, 140'W(1) 1.0 108.0 15.5 3 95.6 501 Bldg #12: 70'S, 140'W(1) 1.0 109.0 15.0 3 96.6 502 Bldg #12: 240'S, 70'W(1) 1.0 110.5 13.8 3 97.9 503 Bldg #12: 330'S, 70'W(1) 1.0 107.8 15.8 3 95.5 504 Bldg #12: 410'S, 70'W(1) 1.0 108.3 15.4 3 95.9 505 Bldg #12: 495'S, 70'W(1) 1.0 98.1 21.4 2 96.2 506 Bldg #12: 120'S, 70'W(1) 1.0 99.0 19.9 2 97.1 507 Bldg #12: 335'S, 30'W(1) .1.0 108.4 15.0 3 96.0 508 Bldg #12: 370'S, 20'W(1) 1.0 97.3 21.8 2 95.4 509 Bldg #12: 440'S, 20'W(1) 1.0 107.4 16.1 3 95.1 510 BIdg #9: 20'S, 40'E(2) 2.0 107.5 22.5 2 95.1 511 Bldg #9: 120'S, 30'E(2) 2.0 107.8 22.4 2 95.4 512 Bldg #9: 170'S, 90'E(2) 2.0 96.4 21.4 2 94.6 513 Bldg #9: 250'S, 100'E(2) 2.0 95.9 22.3 2 94.1 514 Bldg #9: 60'S, 140'E(2) 2.0 97.0 21.0 2 95.1 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 13 REPORT DATE: 0§-0§-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 515 04-20-01 Bldg#9: 110'S, 150'E(2) 2.0 95.4 22.1 2 93.6 516 Bldg #9: 150'S, 220'E(2) 2.0 94.6 22.4 2 92.8 517 Bldg #9: 230'S, 230'E(2) 2.0 94.8 22.0 2 93.0 518 Bldg #9: 60'S, 300'E(2) 2.0 94.2 22.5 2 92.4 519 Bldg #9: 140'S, 360'E(2) 2.0 95.7 21.8 2 93.9 520 Bldg #9: 220'S, 340'E(2) 2.0 94.4 22.0 2 92.6 521 Bldg #9: 65'S, 400'E(2) 2.0 96.5 21.7 2 94.7 522 Bldg #9: 135'S, 450'E(2) 2.0 96.9 20.6 2 95.0 523 Bldg #9: 210'S, 440'E(2) 2.0 96.4 21.4 2 94.6 524 Bldg #9: 40'S, 550'E(2) 2.0 97.7 19.9 2 95.8 525 Bldg #9: 140'S, 560'E(2) 2.0 95.9 21.4 2 94.1 526 Bldg #9: 220'S, 550'E(2) 2.0 95.7 22.3 2 93.9 527 Bldg #9: 80'S, 620'E(2) 2.0 94.6 22.5 2 92.8 528 Bldg #9: 150'S, 650'E(2) 2.0 95.4 22.5 2 93.6 529 Bldg #9: 235'S, 640'E(2) 2.0 96.5 22.2 2 94.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/cg